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Tender For Demolishing And Reconstruction Of Damaged Compound Wall Eastern And North Western Side At Te Compound, Mokokchung, Nagaland., mokokchung-Nagaland

Bharat Sanchar Nigam Limited-BSNL has published Tender For Demolishing And Reconstruction Of Damaged Compound Wall Eastern And North Western Side At Te Compound, Mokokchung, Nagaland.. Submission Date for this Tender is 03-11-2023. Demolition Work Tenders in mokokchung Nagaland. Bidders can get complete Tender details and download the document.




Tender Notice

40375904
Tender For Demolishing And Reconstruction Of Damaged Compound Wall Eastern And North Western Side At Te Compound, Mokokchung, Nagaland.
Open Tender
Indian
Nagaland
mokokchung
03-11-2023

Tender Details

Tender For Demolishing And Reconstruction Of Damaged Compound Wall Eastern And North Western Side At Te Compound, Mokokchung, Nagaland.

Key Value

Document Fees
INR 590 /-
EMD
INR 9883.0 /-
Tender Value
INR 4.94 Lakhs /-

BOQ Items

Name of Work:Demolishing and reconstruction of damaged compound wall (eastern and North western side) atTE compound, Mokochung, Nagaland.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2(a) All kinds of soil.
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5(a)1:5:10 (1 cement : 5 coarse sand(zone-III) derieved from natural sources : 10 graded stone aggregate 40 mm nominal size) derieved from natural sources
6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
7(a)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derieved from natural sources : 3 graded stone aggregate 20 mm nominal size) derieved from natural sources
8Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
9(a)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derieved from natural sources : 3 graded stone aggregate 20 mm nominal size) derieved from natural sources
10Centering and shuttering including strutting, propping etc. and removal of form for all heights:
11(a)Foundations, footings, bases of columns, etc. for mass concrete.
12(b)Lintels, beams, plinth beams, girders, bressumers and cantilevers.
13(c)Columns, Pillars, Piers, Abutments, Posts and Struts.
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .
15(a)Thermo-Mechanically Treated bars of grade Fe-500 D or more.
16Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand)
17Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in.
18(a)Cement mortar 1:4 (1 cement : 4 coarse sand)
19Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
20(a)Cement mortar 1:4 (1 cement :4 coarse sand)
21Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and up to floor five level.
22Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :
23(a)Cement mortar 1:6 (1 cement : 6 coarse sand).
24Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
25(a)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
2612 mm cement plaster of mix :
27(a)1:6 (1 cement: 6 fine sand)
2815 mm cement plaster on the rough side of single or half brick wall of mix :
29(a)1:6 (1 cement: 6 fine sand)
30Finishing walls with Acrylic Smooth exterior paint of required shade :
31(a)New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
32Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
33(a)Two or more coats on new work.
34Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..
35(a)In cement mortar
36Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately) :-Payment to be made per metre cost of total length of barbed wire used.
37(a)With G.I. barbed wire
38Credit value for old serviceable materials as obtained after dismantlement
39(a) All kinds of soil.
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